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Tensile reinforcement began to yield at the load of 178.28 kN.
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The results of the elastic plastic analysis on the steel tubes indicate that the steel tube yields at the peak load point in the stub columns under axial compression.
This paper analyses the redistribution of maximum loads using a system of load limiters on shores in which the limiters yield at a given load and thus reduce the maximum load absorbed by the shores.
P yield,S&T is the load at midspan that causes first yielding in any nodal region, strut or tie, which has been obtained from the S&T analysis which takes the actual yield strength of steel into account.
The reinforcement in the compressive region TF2 starts to yield at a load of 398 kN.
The yield loci describing the load combinations at failure in the horizontal, vertical, and moment loading coordinate system (H V M) are presented.
Additionally, as less than ~0.5% of these catchments had been harvested before the storm, slope failures on cutover would have contributed little to either the sediment load or yield at the time of this storm.
At the load of 180.24 kN tensile reinforcement started to yield.
Comparing the results of load-strain of the strengthened column specimen CS1 with CS4 shows higher load-carrying capacity, yield at higher loads and more ductile smooth curve.
For co-hydrolysis, yields at the highest enzyme loading were 3 times higher than those at the lowest, whereas for SPEH, they were only 1.5 times higher.
The study produces the counter-intuitive result that stiffer plates reduce longitudinal shear requirements, probably owing to the associated shorter yield zones of reduced yield activity at the specified peak load of the FRPRC member.
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